Development of predicting equations for slip modulus and shear capacity of CLT–concrete composite with screw connections
Author:
Publisher
Elsevier BV
Subject
Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference27 articles.
1. State of the art on timber–concrete composite structures: literature review;Yeoh;J. Struct. Eng.,2011
2. Screw connectors for thin topping, timber–concrete composites;Skinner;Mater. Struct.,2014
3. Study on shear behavior of inclined cross lag screws for glulam–concrete composite beams;Du;Construct. Build. Mater.,2019
4. Experimental and numerical performance of shear connections in CLT–concrete composite floor;Mai;Mater. Struct.,2018
5. Experimental study on mechanical performance of shear connections in CLT-concrete composite floor;Wang;Eng. Struct.,2022
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3. Flexural Behavior of Cross-Laminated Timber Panels with Environmentally Friendly Timber Edge Connections;Buildings;2024-05-17
4. Study of the tensile mechanical properties and failure mechanisms of CFRP screwed joints;Journal of Composite Materials;2024-04-24
5. Out-of-Plane Strengthening of Existing Timber Floors with Cross Laminated Timber Panels Made of Short Supply Chain Beech;Buildings;2024-03-11
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